Calculation of the Truss Member

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SUMMARY

The discussion focuses on calculating the forces in truss members AB, FG, and BC using static equilibrium equations. The calculated forces are 80kN for member AB and 100kN for member BC, derived from moment equations at points G and H. The user seeks clarification on calculating the force in member FG, with guidance provided on using a complete circular cut around joint F to apply the equations of equilibrium effectively.

PREREQUISITES
  • Understanding of static equilibrium principles, specifically ƩFx = 0, ƩFu = 0, and ƩM = 0.
  • Familiarity with truss analysis and free body diagrams.
  • Knowledge of moment calculations in structural analysis.
  • Experience with identifying and assigning forces in truss members.
NEXT STEPS
  • Learn how to construct free body diagrams for truss analysis.
  • Study the method of joints in truss analysis for determining member forces.
  • Explore the concept of cutting through joints to analyze forces in truss systems.
  • Review examples of calculating forces in truss members using equilibrium equations.
USEFUL FOR

Students and professionals in civil engineering, structural engineering, and mechanics who are involved in truss analysis and force calculations in structural systems.

yw21
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Homework Statement


Calculate the type and magnitude of the forces in the following member.
i) AB
ii) FG
iii) BC

Homework Equations


ƩFx = 0,
ƩFu = 0,
ƩM = 0

The Attempt at a Solution


I have calculated the AB and BC which are 80kN and 100kN respectively by using
Take moment at G :
(-80 * 12) + (60 * 8) + (40 * 4) + (FAB *4) = 0, and AB is equal to 80kN
Take moment at H:
(-80 * 8) + (60 * 4) + (FBC *4) = 0, and BC is equal to 100kN

Am I right with the concept?

Moreover, I am concered for the calculation of FG. How can I calculate the FG?
Thank you~~~
 

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Moreover, the vertical force Fy and Ky are the same as 80kN
 
I think you are numerically correct but have not assigned a sign to the forces obtained. I think you have mentally done what you are supposed to do, but not stated it or drawn it. The essential step was to cut the structure and replace the cut ends with unknown forces, before applying the three equations of equilibrium to the free body diagram obtained by cutting. To obtain force FG, try cutting around joint F in a complete circle (as distinct from the - implied - straight line cut you used to get the other forces)
 

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